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RC-09-21-2290 PlansINTERIOR REMODELING_ 10658 NE 11th AVE. MIAMI SHORES, FL 33138 [:)fRALUING ►N[:)F=x SHEET DESCRIPTION REVISIONS RE V.1 RE V.2 RE V.3 ARCHITECTURE A-0 COVER PAGE D-1 DEMOLITION FLOOR PLAN 14-1 PROPOSED FLOOR PLAN A-2 PROPOSED REFLECTED CEILING PLAN 14-3 PROPOSED ELEVATION, SCHEDULES 4 DETAILS STRUCTURAL 5-1 FOUNDATION PLAN, 5TRUCTURAL NOTES 4 TIFICAL DETAIL 5-2 ROOF PLAN, SECTION, TYPICAL DETAIL 4 SCHEDULES ELECTRICAL R15ERAND PANEL SCHEDULE --ELErTRICAL POLUER FLOOR PLAN ELECTRICALT FDLUM51NG PLUMBING SCHEDULE5. NOTES AND DETAILS P-2 PLUMBING AT A :��-]�LWMBING SANITARY FLOOR PLAN CITY copy, MIAMI SIOES Vl�1AGE DATE APPROVED ZONING i � STRUCTURAL 1 -wo/ � ELECTRICAL iPLUMBING I C mECHANICAL C �f BLD�LI G. t((CU��YIII . PIIANCE y; iTr1 ALL FECfP_ _- SUBJECT TO COM RU rS A �( 1at.ATIC STATE AND COUNTY RECEIVE D v SEP 0 " 2021 BY;,._ LL TADEOS ENGINEERING LLC. C.A. #: 3122 14030 NW 32nd Ave. Miami Lakes, FL 3301e Phone:(308) e03.3913 email: Iu1satedeosanpinesrin0.com o` Jam`', a". LQIe 0, 1>e LA HOZ PEN 73e32 No. Revision/Issues Date •• as a •• as as •• ••••.. •u•ew • s •• W �/'� V `1/> W }r O 2 W Z 0o Q Ln o a` z —J W 0 O 2 W _O w w Z z >s 2 a Sheet Title: l COVER PAGE i. Pro act No: AR231 Drawn: M.S.S Checked: L.O.H. Issue Date: 08-31-2021 Sheet No: A-0 Demolition Floor Plan Scale: 1/4" : 1•-0" GENERAL NOTES I. Neither the owner nor the Architect shall be responsible for damages 13, The Contractor shall comply with all applicable local, state, and federal resulting from the Contractor's work building codes. Permit shall be posted in a visible place at all times. 2. The Contractor is responsible for the coordination of access to the site 14, The Contractor shall avoid interference with the normal workflow and proper and acceptable times schedule with building management before the functioning of all surrounding properties. commencement of work 15. If the normal workflow of an area must be interrupted to proceed with the 3. Under no circumstances shall the Contractor leave excavated trenches, or schedule, proper notice must be given the adjacent property owners being parts of, exposed or open at the end of the working day, weekends, affected by such work, 3 days 1n advance, and permission to be obtained holidays, or other times when the Contractor is not present on site. before the commencement of such work 4. All debris from demolition work shall be disposed of site. 16. Contractor to shore as required during demolition. Notify 5. Contractor to comply with all OSHA, Federal, State, County, and City Architect/Engfneer of any problems and/or discrepancies or inconsistencies ordinances and Safety requirements. immediately. ro. Contractor to verify location, elevation, and condition of all existing li. The Contractor shall be responsible for removing debris and construction utilities before the start of demolition work material from the site. The Contractor shall also be responsible for properly 1. Contractor to cap all plumbing lines as required. cleaning all areas both daily and before final acceptance by the Owner. a. Contractor to label all cut or disconnected electrical lines to identify la. Items indicated by the Owner to be relocated and/or stored must be circuits on the existing electrical panel. carefully removed and stored to avoid damage. g. Contractor to have approved Demolition permit before the commencement 19. Contractor is responsible for including in his bid, work and material costs of demolition work For any change or alteration of adjacent areas to be disturbed during 10, Contractor/Owner to have a service disconnect letter from all required demolition and constructions. utflity companies before the commencement of work 20. Contractor must notify Architect immediately of any un-expected or unknown 11, The Contractor is solely responsible for complying with all Federal, State, conditions, any discrepancies with the drawings and /or contract documents County, and City regulations for the securing site. and any errors and omissions on the drawings before bidding and 12, The Contractor shall be responsible for visiting the site before bidding proceeding with work and familiarizing himself with all existing conditions affecting the work, 21, Contractor to inform Architect of discovery of any mold found. Contractor including but not limited to private and public utilities and other support to provide remedfation options to Owner. facilities. 22, Contractor to inform Architect of discovery of any asbestos found. Contractor to provide abatement options to Owner. DEMOLITION NOTES: N-01: EXISTING INTERIOR PARTITION TO BE REMOVED. N-02: EXISTING BATHROOM FIXTURES TO BE REMOVED, N-03: EXISTING UJINDOUJ TO BE REMOVED N-04: EXISTING DOOR TO BE REMOVED, N-05: EXISTING KITCHEN CABINETS, COUNTERTOP AND APPLIANCES TO BE REMOVED. N-O6: EXISTING FINISH FLOOR TO BE REMOVED. A55E5T05 NOTE This notice is provided for information only. Asbestos abatement 1s not covered under the scope of services provided and is not addressed in these drawings. Services relating to asbestos abatement, demolition, removal, abatement planning, etc. shall be by others and shall be coordinated between the Owner and Owner retained specialist. SCOPE OF LOE< INTERIOR PARTITION TO BE REMOVED AS NOTED. 2. EXISTING FINISH FLOOR TO BE REMOVED. 3. DOORS TO BE REMOVED AS NOTED. 4. WINDOWS TO BE REMOVED AS NOTED, 5. EXISTING BATHROOM FIXTURES TO BE REMOVED AS NOTED. ro. EXISTING KITCHEN CABINETS, COUNTERTOP 4 APPLIANCES TO BE REMOVED, LLI TADEOS ENGINEERING LLC. C.A. : 3 229 14030 NW 82nd Ave, Miami Lakes, FL 33016 Phone:(305) 903.8818 email: luisCladeosen9lneedn9.com ♦ G y �- ♦ O� i 0. 0,7 ypf'sfsit?rEAL L01 LA H6z PEa 73932 No. Revision/Issues Date Uj }k Ot LU Z M 0 L i O 9y� Q a V Z J 0 O 2 LU O W LU I— Z E a a a Sheet Title: DEMOLITION FLOOR PLAN Project No: AR231 Drawn: M.S.S Checked: L.O.H. Issue Date: 08-31-2021 Sheet No: D-1 Proposes Scale: 1/4" : 1e-0" N PROJECT NOTES: N-01. ALL DIMENSIONS TO BE FIELD VERIFIED BY THE CONTRACTOR. N-02. ALL DOOR DIMENSIONS SHOWN TO BE VERIFIED BY G.G. REFER TO THE SCHEDULE FOR DOOR SIZE AND TYPE. N-03. ALL ADA CLEARANCES TO BE VERIFIED AND ADHERED TO BY G.C. N-04. COUNTERTOP 36" HT. N-05. PROVIDE BACKING m 12" VERTICAL FOR THE WALL CABINETS. G.G. TO SUBMIT SHOP DRAWINGS. N-06. FIX GLASS, GLASS DOOR, AND GLAZING LESS THAN 60" AFF. TO BE SAFETY GLASS CATEGORY II. A SHOWER AREA ONLY TO BE TEMPERED GLASS NO LESS THAN 3/6" THICKNESS. (FRAMELESS PANELS) N-01. PROVIDE SIGN AT GARAGE DOOR DANGER DO NOT OPERATE ENGINES WITH THE DOOR CLOSED. CARBON MONOXIDE EMISSION IS LETHAL, 1/2" MIN. LETTER REQUIRED AS PER F.B.C. N-08. PROVIDE ONE LAYER OF 5/8" TYPE "X" GYPSUM BOARD ON 111X3" FURRING STRIP a 16" O.C., 5D CEMENT -COATED OR RING SHACKED NAILS 6" O.C,PAPER TAPE EMBEDDED IN THE CEMENTITIOUS COMPOUND OVER JOINTS AND EXPOSED NAILS HEADS COVERED WITH COMPOUND AND PRODUCT APPROVED INSULATION OF FIBERGLASS OR MINERAL WOOL BATS, OR BLOWN -IN FIBERGLASS, MINERAL WOOL OR CELLULOID INSULATION HAVING A MINIMUM INSULATION VALUE OF R-11 AS PER F.B.C. 1 HR FIRE RATED. N-0s. FLOORS 4 WALLS HAVE CONSTRUCTED OF SMOOTH, NONABSORBENT WATER-RESISTANT MATERIALS AND CORROSION RESISTANCE, TO A HEIGHT OF NOT LESS THAN 10 INCHES AS PER F.B.G. N-10, GARAGE DOOR TO BE SELF CLOSURE, TO BE SOLID WOOD DOOR NO LESS THAN 1 3/5" THICKNESS, TWENTY MINUTES OF FIRE RATED, N-11r PROVIDE SCREENED VENTILATION m BOTTOM PANEL OF GARAGE DOOR (GARAGE AREA) (AS REQUIRED) WITHIN 'I" OF THE HIGHEST POINT OF THE FLOOR Floor Plan N-12. PROVIDE 2"X6" P.T. WOOD JAMB BOLTED TO THE CONCRETE COLUMN WITH 1/2" DIA. X 6" ANCHOR BOLTS 02411 O.G. FOR OVERHEAD DOOR RAIL, NOT MORE THAN 6" TOP 4 BOTTOM, N-13. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM THE INSIDE OF THE CLOSET. F.B.G. N-14. EVERY BATHROOM DOOR LOCK SHALL BE DESIGNED TO PERMIT THE OPENING OF THE LOCKED DOOR FROM THE OUTSIDE IN AN EMERGENCY. N-15. SHOWER/BATHTUB COMPARTMENT MUST HAVE FLOOR AND WALLS CONSTRUCTED OF SMOOTH, CORROSION -RESISTANT, AND NON -ABSORBENT WATER-RESISTANT MATERIAL TO A HEIGHT OF NOT LESS THAN 12" ABOVE THE COMPARTMENT FLOOR AT THE DRAIN AS PER FBC. BACKING MATERIAL FOR CERAMIC TILE TO BE CEMENT FIBER OR GLASS MATERIAL. SEE DETAIL. N-16. ELECTRICAL PANEL. SEE ELECTRICAL PLANS N-1-1. WATER HEATER, SEE PLUMBING AND ELECTRICAL PLANS N-IS. COMPRESSOR UNIT. SEE MECHANICAL PLANS N-19. AIR HANDLER UNIT. SEE MECHANICAL PLANS N-20, AS PER FBC R315.1 WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200. VERIFY W/ MANUFACTURER AS PER FBC R315.2 WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. VERIFY W/ MANUFACTURER. AS PER FBC R316.1 INSULATION MATERIALS IN ROOF CEILING ASSEMBLIES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25/SMOKE DEVELOPED INDEX NOT TO EXCEED 450. VERIFY W/ MANUFACTURER, N-21. PROVIDE 2X4 FIRE RATED WOOD BACKING 32" CENTER OFF OF FF. STEEL STUD SUPPORTING PLUMBING FIXTURES SHALL BE 20 GAUGE. 11) 16" O/C OR USE DOUBLE STUD FOR 25 METAL GAUGE. W TOIgREIMMAINONCRETE LOUVER All work to be done under FLORIDA BUILDING CODE 2020 EDITION. As per FBC R302.9.1 wall and ceiling finishes shall have a flame -spread classification of not greater than 200. verify w/ manufacturer. As per FBC R302.9.2 wall and ceiling finishes shall have a smoke -developed index of not greater than 450. verify w/ manufacturer. As per FBC R302.10.1 Insulation materials, including facings, such as vapor retarders and vapor -permeable membranes installed within floor -ceiling assemblies, roof -ceiling assemblies, wall assemblies, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanying smoke -developed index not to exceed 450 where tested in accordance with ASTi'1 E84 or UL -123 Buliding shall have pre -construction treatment against subterranean termites in accordance with the rules and laws established by the 'Florida Department of Agriculture and Consumer Services'. A 'Certificate of Compliance' shall be issued to the Building Department by the licensed pest control company performing the treatment" (See F5C'2014 R-315,1 for text of Certificate of Compliance' statement), Alteration - Level 2 (F.B.0 2020 Edition) Existing building construction type III -A G.C. to submit an asbestos survey. SCOPE OF WORK I. Interior Remodeling . 2. New interior drywall partition as noted. 3. Install new kitchen countertop, cabinets and appliances. 4. Install new closets at existing Bedrooms. 5. Install new plumbing pipes, drainage, new plumbing fixtures and replace existing at the same location. See Plumbing Plans for details. 6. Install new electrical wire as required and replace outlets. See Electrical Plans for details. -1. Install new doors as noted. 8. install new windows as noted. L I TADEOS ENGINEERING LLC. C.A. P 31229 14030 NW 82nd Ave, Miami Lakes, FL 33010 Phone:(305) 803-8810 email: lula®tadeosen0lnearin0,com \ 73 l s- ® S LUIS� 1'ot-LA HOZ PE873932 No, RevisiontIssues Date V Z J 0 0 2 W 0 W W Z PROPOSED FLOOR PLAN AR231 Drawn: M.S.S Checked: L.O.H. Issue Date: 08-31-2021 Sheet No: A-1 -7: toll-V SCALE- 1/4'=V-0' AREA NEGATIVE NEGATIVE P061TIVE ALLOWABLE WINDOW AND ZONE 4 5 ZONE 4 5 DOOR PRESSURES (sq-ft) l $f) l af) ps (per) WINDOW A 22.22 --- 400,04 46.03 WINDOW B 11.86 - -&1.42 40,16 WINDOW C 2(031 -- -58.83 45,48 DOOR D-01 35.11 - -5-1.04 44.59 DESIGN CRITERIA_ V =1I5 M.P.N. EXPOSURE D Kd =1.00 ASCE I - lro STRUCTURAL CATEGORY I f 5LOC;< WALL SCHEDULE MARK VERTICAL HORIZONTAL iREMARKS MASONRY 51-OCK S * 32' vERT. No. 9 GA. DUR-O-WALL HORZ, REINF'G SEE PLAN FOR LOCATION WALL OR A5 INDICATED AT EVERT SECOND COURSE Fc 15LOCK CELLS FILLED 1 105 W/ CONC. GROUT BLOCK CELLS FILLED nFC 2 05 W/ CONC. GROUT LEGENP: FC -- EXISTING CONC. FOOTINGS EXISTING CMU WALL _ r _ NEW CONC. FOOTINGS DENOTES NEW WOOD STUD -01 DENOTES 1 05 VERTICAL IN EI_(1j[jR�l_fl[[m:] BLOCK CELL E-ILL.I D W/CONC. GROUT, TYPICALLY WHERE; SHOWN. nFC 2 EXIST. WINDOW -DOOR OPENING BOTTOM OF EXIST. BEAM DRILL 3/4' 4 HOLES X1l4' DEEP OXll i AND FILL WITH EP'f PASTE TYPICAL EACH g GAGE JOINTIN`y E-S DOWEL X 3'-O' LONG ' TR;% TYPE AT EVERY---SECG CC1 Zr=Xl5T 5L.01- ^ ` WALL EXIST BLOCK WALL 105 IN BLOCK CELL FILLED W/3000 PSI PUMP MIX b a' p 22 GAGE CORRUGATE LEAVE ONE FACE OF BLOCK OPEN. DOVETAIL ANCHORS EVERY SECOND COURSE 1-w5 DOWEL X V-O'LONG CONNECT EACH ANCHOR TOP OF EXISTING FT TO EXISTING WALL WITH \ I (2) 3/16 X 2 TAPCONS NOTE: THE: EPDXY PASTE \_ DRILL 3/4'O HOLES X 4' MUST ESE FOR OVERHEAD USE DEEP 4 FILL W/ EPDXY GROUT. T�FICAL IDETAL 6CALE:3/4'= 1'-0' J -1 STRUCTURAL NOTES 1, GENERAL: A. ALL MATERIALS AND CONSTRUCTION SHALT. COMPLY WITH THE FLORIDA BUILDING CODE, 2020 EDITION, HVHZ, ASCE 1-16 MINIMUM DESIGN LOADS FOR BUILDINGS, THE ACI 318-15 BUILDING CODE, AND ALL APPLICABLE FEDERAL, STATE AND LOCAL ORDINANCES. B, THESE DRAWINGS AND 5PECPCATION5 COMPLY, TO THE BEST OF MY KNOWLEDGE WITH THE FLORIDA BUILDING CODE, 2011 EDITION, HVHZ . C. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS OF EX15TING STRUCTURES AFFECTING NEW CONSTRUCTION BEFORE COMMENCING ANY WORK. ANY VARIATIONS IN ACTUAL FIELD CONDITIONS/DIMENSIONS FROM THOSE SHOWN IN THE CONTRACT DRAWINGS SHALL BE REPORTED TO THE ENGINEER FOR DETERMINING THE NEED OF REDESIGN PRIOR TO CONSTRUCTION. D. THESE DRAWINGS SHALL BE WORKED TOGETHER WITH ARCHITECTURAL, AIR CONDITIONING, MECHANICAL AND ELECTRICAL DRAWINGS. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF ARCHITECT/ ENGINEER BEFORE PROCEEDING WITH THE WORK ANY DISCREPANCIES, OMISSIONS OR VARIATIONS FOUND ON THE DRAWINGS OR IN THE SPECIFICATIONS DISCOVERED DURING THE BIDDING PHASE SHALL BE IMMEDIATELY COMMUNICATED TO ARCHITECT/ ENGINEER E, WHEN PERFORMING WORK BELOW GRADE, CARE SHALL BE TAKEN TO AVOID DAMAGING ANY EXISTING UTILITIES, ALL UNKNOWN UTILITIES DISCOVERED DURING CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER. ANY DAMAGE TO THE EXISTING UTILITIES SHALL BE REPORTED TO ALL AFFECTED PARTIES, INCLUDI1�s THE ARCHITECT/ENGINEER F. GENERAL CONTRACTOR SHALL BE RE5PON515LE FOR UPDATING HIS CONSTRUCTION DOCUMENTS WITH THE REVISED DRAWINGS AND SPECIFICATIONS, FIELD ORDERS, CHANGE ORDERS AND CLARIFICATION SKETCHES ISSUED DURING THE: COUREBE OF CONSTRUCTION. G. TYPICAL DETAILS AND NOTES ON THESE DRAWINGS SHALL APPLY UNLESS SPECIFICALLY NOTED OTHERWISE. CONSTRUCTION DETAILS AND SECTIONS NOT COMPLETELY SHOWN OR NOTED $HALL BE SIMILAR TO DETAILS AND SECTIONS SHOWN OR NOTED FOR SIMILAR CONDITIONS. H. THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES INCLUDING LAGGING, SHORING, AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREETS AND UTILITIES IN ACCORDANCE WITH THE LOCAL EUILDING DEPARTMENT. 1. BACKFILL AROUND THE EXTERIOR PERIMETER OF WALLS SHALL NOT BE PLACED UNTIL AFTER THE WALLS An SUPPORTED BY THE COMPLETION OF INTERIOR FLOOR SYSTEMS. Do NOT PROCEED WITH BACKFILL UNTIL (1) DAYS AS A MINIMUM AFTER THE COMPLETION OF INTERIOR FLOOR SYSTEM UNLESS WALLS ARE ADEQUATELY BRACED. 5ACKFILL SHALL NOT BE PLACED UNTIL AFTER COMPLETION AND INSPECTION OF WATERPROOFING WHERE WATERPROOFING OCCUR J. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISPOSAL OF ALL ACCUMULATED WATER FROM EXCAVATIONS AND DEWATERING OPERATIONS IN SUCH A WAY AS TO NOT CAUSE INCONVENIENCE TO THE WORK AND DAMAGE TO THE STRUCTURAL ELEMENTS. 2. WOOD NOTES: A. ALL STRUCTURAL WOOD MEMBERS OTHER THAN T%65ES To BE SOUTHERN PINE GRADE No.1 UNLESS OTHERWISE NOTED. B. ALL WOOD MEMBERS TO BE FREE OF ALL IMPERFECTIONS AS,. SPLITS, CHECKS, OR EXCESSIVE KNOTS. UNSATISFACTORY MATERIALS TO BE REPLACED AT NO C05T TO OWNER ALL WOOD MEMBERS EXPOSED To THE WEATHER OR IN CONTACT WITH CONCRETE OR MASONRY TO BE PRE55URRE TREATED. C. MOISTURE CONTENT SHALL BE 19% OR LESS, D. ALL BOLTED CONNECTIONS TO BE COMPLETED WITH A325 GALVANIZED STEEL BOLTS WITH WASHERS AT EACH END. FABRICATION, ERECTION, AND CONNECTIONS TO BE AS PER RECOMMENDATIONS OF THE A.1T.C. (AMERICAN INSTITUTE OF TIMBER CONSTRUCTION), LATEST EDITION: E, PLYWOOD SHEATHING CLASSIFICATION SHALL BE 'C' OR BETTER AND THE EXPOSURE SHALL BE APA RATED EXTERIOR F. INSTALL PANELS WITH STRENGTH DIRECTION PERPENDICULAR TO TRUSSES OR JOISTS. G. PLYWOOD SHEATHING CLASSIFICATION SHALL E3E 'C' OR BETTER AND THE EXPOSURE SHALL BE APA RATED EXTERIOR H. PROVIDE 5/5' STRUCTURAL PLYWOOD ROOF DECKING AS PER 6PECIFICATION5. EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE TRADEMARK OF THE AMERICAN PLYWOOD A550CIATIoN (APA) AND SMALL MET THE REQUIREMENTS OF THE M05T CURRENT APA PRODUCT STANDARD PS 1, APPLICATION AND NAILING OF PLYWOOD PANEL SHALL DE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE AMERICAN PLYWOOD ASSOCIATION UNLESS REQUIREMENTS NOTED ON THESE CONTRACT DOCUMENTS ARE' MORE STRICT. I. WALL SHEATHING $HALL BE PLYWOOD, OR PRODUCT APPROVED STRUCTURAL PANEL, RATED EXPOSURE 1 WITH A MINIMUM THICKNESS OF 19/32 INCH AND SHALL BE APPLIED TO 5TUD5 SPACED NOT MORE THAN 16-INCHES ON CENTER WALL SHEATHING SHALL BE CONTINUOUS OVER THREE OR MORE SUPPORTS AND SHALL BE NAILED TO SUCH SUPPORTS WITH SD COMMON NAILS. NAIL SPACING SHALL NOT EXCEED 6-INCHES ON CENTER AT PANEL EDGES AND ALL INTERMEDIATE SUPPORTS. NAIL SPACING SHALL BE 4-INCHES ON CENTER AT CORNER STUDS, IN ALL CASES. AND COMPLY WHIT 2020 FBC, (SECTION 23223). EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF THE: MOST CURRENT APA PRODUCT STANDARD PS 1, J. PLYWOOD WALL PANELS SHALL BE ORIENTED WITH FACE GRAIN PERPENDICULAR TO SUPPORT STUD. K PLYWOOD ROOF PANELS SHALL BE ORIENTED WITH FACE GRAIN PERPENDICULAR TO SUPPORT TRUSSES, L. WOOD CONSTRUCTION, UNLESS OTHERWISE NOTED, SHALL CONFORM TO THE 'CONVENTIONAL CONSTRUCTION PROVISIONS,' INTERNATIONAL BUILDING CODE. ALL NAILING SHALL CONFORM TO TABLE 2304.9,1 'NAILING SCHEDULE' OF THE INTERNATIONAL BUILDING CODE, UNLESS OTHER REQUIREMENTS NOTED ON THE DRAWINGS An MORE STRICT. M. FOUNDATION PLATES FOR LOAD BEARING WALL$ ON CONCRETE OR MASONRY WALL$ $HALL BE PRESSURE TREATED LUMBER, "2 GRADE MINIMUM. SILLS SHALL BE ANCHORED TO CONCRETE OR MA80NRY WITH 1/2, X 9' ANCHOR BOLTS SPACED 48' O.C. MAXIMUM. THERE SMALL BE A MINIMUM OF THREE BOLTS PER PIECE WITH ONE BOLT LOCATED WITHIN 8' OF EACH END OF EACH PIECE. THERE SHALL BE NO SILL SPLICE UNDER ANY P06T OR MULLION. N. P06T5 AND BEAMS CONSTRUCTED OF MULTIPLE LAMINATED VENEER LUMBER MEMBERS SHALL BE FASTENED TOGETHER ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. 0. ALL JOISTS, ROOF BEAMS AND GIRDERS $HALL HAVE FULL HORIZONTAL BEARING OF THE MEMBER OVER SUPPORT UNLESS OTHERWISE SHOWN. DO NOT OvERCUT. P. PLYWOOD USED ON EXTERIOR BUILDING AND FORMS SHALL BE EXTERIOR GRADE, Q. USE NowcoRRoslvE, NON -STAINING ROUGH HARDWARE FOR EXTERIOR APPLICATIONS. R. ALL BEAMS AND JOIST NOT BEARING ON SUPPORTING MEMBERS SHALL BE CONNECTED WITH 'USP STRUCTURAL CONNECTORS' "NU-VUE INDUSTRIES INC" OR EQUIVALENT 'SIMPSON' HANGERS. S. BOTTOM PLATES OF ALL FIRST FLOOR NON -LOAD BEARING PARTITIONS SHALL BE ANCHORED USING % CONCRETE NAILS AT 32' O.C. (OR EQUAL). T, ALL LAG $CREWS SHALL BE PRE -DRILLED AS REQUIRED BY PROVISIONS OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (AF 4 PA ISSI), PART 9. U. ALL BEARING STUD WALLS AND SHEAR WALLS $HALL HAVE A CONTINUOUS DOUBLE" TOP PLATE LAP SPLICE TOP PLATES MINIMUM 4'-0'. FASTEN TOGETHER WITH MINIMUM (2) ROWS OF 10d NAILS AT 4' O.C., STAGGERED AT LAP $PLICE, FASTEN REMAINING TOP PLATES TOGETHER WITH MINIMUM (2) ROWS OF 10d NAILS AT V C.C., STAGGERED. v. BOLT HOLES $HALL BE MAXIMUM 1/16' LARGER THAN BOLT HOLE DIAMETER BOLTS SHALL NOT BE FoRcIBLY DRIVEN, BOLT HEADS AND NUTS SHALL NOT BE COUNTERSUNK WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER W. TENSION ALL BOLTS 1/4 TURN BEYOND SNUG -TIGHT. SPOIL THREADS TO PREVENT BACK OFF OF NUT AFTER INSTALLATION. X. PROVIDE 5/32' DIAMETER LEAD HOLES THROUGH FIRST LAMINATION FOR ALL NAIL$ LARGER THAN 16d. Y. ALL WOOD CONNECTORS $HALL BE BY 'USP STRUCTURAL CONNECTORS' 'NU-VUE INDUSTRIES INC' OR 'SIMPSON STRONG -TIE'. ALL JOISTS AND BEAMS NOT BEARING ON A SUPPORTING MEMBER SHALL BE FRAMED WITH AN APPROPRIATE WOOD CONNECTOR 3. FASTENERS: A, FASTENERS SHALL OF THE TYPE AND SIZE INDICATED IN THIS DRAWINGS B. ALL FASTENER$ ENCLUDING EXPANSION ANCHORS, SLEEVE ANCHORS, STRAPS, NAILS, 5CREW6, ETC $HALL BE GALVANIZED (U,ON) 4. SCREW ANCHORS: A. THE CONTRACTOR SHALL U5E ONE OF THE FOLLOWING: TAPPER BY 'POWER5/RAWL'. KWIK CON BY 'HILTI', TAPCON BY TIO 'RAMSET/REDHEAD' OR AN ENGINEER APPROVED SUBSTITUTE. INSTALLATION OF ANCHORS SHALL FOLLOW MANUFACTURER'S SPECIFICATIONS. 5. EXPANSION ANCHORS: A. THE CONTRACTOR $HALL USE ONE OF THE FOLLOWING: POWER -STUD 5Y 'POW!_R$/RAWL'. KWIK BOLT BY 'HILTI', THRU BOLT WEDGE BY 'RAMSET/REDHEAD' OR AN ENGINEER APPROVED SUBSTITUTE INSTALLATION OF ANCHORS SHALL FOLLOW MANUFACTURER'S SPECIFICATIONS. 6. SHORING AND RESHORING: A. SHORING AND RE$HORING DRAWINGS $FALL BE PREPARED BY A STATE OF FLORIDA REGISTERED SPECIALTY ENGINEER WITH A MINIMUM OF TEN YEARS OF EXPERIENCE IN SHORING AND RESHORING DESIGN AND DETAILING. 15, SHORING AND RESHORING DRAWINGS SHALL INCLUDE AT LEAST THE FOLLOWING ITEMS: 1J LOCATION, SIZE, TYPE AND CAPACITY OF ALL SHORING. 2.) LOCATION, SIZE, TYPE, AND CAPACITY OF ALL RE5HORIN63. 3.) LOCATION, SIZE, AND TYPE OF ALL BLOCKING, MUD BILLS, TEMPORARY LATERAL BRACING AND OTHER ACCE85ORIES REQUIRED TO ADEQUATELY AND SAFELY SUPPORT AND BRACE THE: STRUCTURE DURING CONSTRUCTION. 4.) INSTALLATION PROC£DUIE, SEQUENCE OF INSTALLATION, LOAD RELIEF AND REMOVAL OF ALL SHORING AND RESHORING. C. SHORING AND RESHORING SUBMITTAL FOR APPROVAL $HALL INCLUDE AT LEAST TWO COPIES FOR THE: BUILDING DEPARTMENT, ONE FOR THE ENGINEER OF RECORD, ONE FOR THE THRESHOLD INSPECTOR, AND ONE FOR THE ARCHITECT, D. DE51GN, DETAIL AND ERECT FORMS, SHORING AND RESHORING IN COMPLIANCE WITH ACI 341R-14, PROJECT SPECIFICATIONS, AND THESE NOTES, FORMS, 5HORING AND RESHORING SHALL BE DESIGNED FOR THE WEIGHT OF THE FLOOR OR ROOF, A CONSTRUCTION LOAD OF 50 PSF. AND FOR THE CUMULATIVE LOADS OF THE SUPPORTED HORIZONTAL CONCRETE MEMBERS. USE A DESIGN FACTOR OF SAFETY OF 3 FOR WOOD 5HORE6 AND 2 FOR METAL 5HORE5. E. THE MAXIMUM SUPERIMPOSED CONSTRUCTION LOAD APPLIED To FLOORS SUPPORTING SHORES OR RESHORES SHALL NOT EXCEED 15% OF THE DESIGN LIVE LOAD SPECIFIED FOR SLAB$ (AND JOISTS WHERE APPLICABLE) AND 609a OF THE LIVE LOAD SPECIFIED FOR BEAMS. NO CONSTRUCTION LOAD $HALL B£ APPLIED TO ANY MEMBER UNTIL THE CONCRETE 15 A MINIMUM OF 14 DAYS OLD AND THE 1 DAY STRENGTH THIS 10% OF THE SPECIFIED 28 DAY STRENGTH, F. FORMS MAY BE REMOVED 12 HOURS AFTER CONCRETE POUR PROVIDED THAT CONCRETE STRENGTH 16 10% OF THE SPECIFIED 28 DAY STRENGTH AND NOT LESS THAN 3500 PSI. RE5HORRE EACH BAY IMMEDIATELY AFTER FORMS ARE STRIPPED AND REMOVED. REMOVAL OF FORMS 15 THE SOLE RESPON511510Y OF THE GENERAL CONTRACTOR REMOVAL OF FORM$ SHALL BE CARRIED OUT IN SUCH A WAY AS TO NOT DAMAGE THE STRICTURE, INSURE SAFETY AND PREVENT CREEP DEFLECTION OF STRUCTURAL MEMBERR$. 1. SHOP DRAWINGS SUBMITTALS: 1. CONCRETE TEST REPORTS FOR CAST -IN -PLACE CONCRETE AS PER ACI 316-13. 11, REINFORCING STEEL SHOP DRAWINGS. 111, PREFABRICATED WOOD AND/OR METAL ROOF TRUSSES , ERECTION DRAWINGS, AND DESIGN DATA. IV. STRUCTURAL STEEL SHOP DRAWINGS AND ERECTION DRAWINGS. B. SHOP DRAWINGS REQUIRING ENGINEERING BY A SPECIALTY ENGINEER SHALL COMPLY WITH THE FOLLOWING, 1. THE SPECIALTY ENGINEER SHALL BE A FLORIDA REGISTERED PROPE86IONAL II, THE 5PECIALTY ENGINEER SHALL HAVE AT LEAST FIVE YEARS OF SOLID PROFESSIONAL DESIGN EXPERIENCE IN THE DESIGN AND DETAILING OF THE STRUCTURAL COMPONENT AND/OR STRUCTURAL SYSTEM BEING SUBMITTED FOR APPROVAL. 111, THE SPECIALTY ENGINEER SHALL BE AN EMPLOYEE OR OFFICER OF A FABRICATOR, AN EMPLOYEE OR OFFICER OF ANOTHER COMPANY SUPPLYING COMPONENTS TO THE: FABRICATOR. C. ALL SHOP DRAWINGS ARE AN AID FOR FIELD PLACEMENT AND ARE SUPERSEDED BY THE STRUCTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO MAKE cERTA3N THAT ALL CONSTRUCTION IS IN FULL AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS, D. THE CONTRACTOR SHALL SUPPLY THE ENGINEER THREE COPIES OF SHOP DRAWINGS A MINIMUM OF ONE WEEK PRIOR TO PLACEMENT, THE REVIEW OF SHOP DRAWINGS BY THE ENGINEER 16 ONLY FOR GENERAL COMPLIANCE WITH THE STRUCTURAL DRAWINGS AND SPECIFICATION$. THE REVIEW DOES NOT GUARANTEE IN ANY WAY THAT THE SHOP DRAWINGS ARE CORRECT NOR DOES IT INFER THAT THEY SUPERSEDE THE STRUCTURAL DRAWINGS, REVIEW WILL NOT INCLUDE CHECK OF DIMENSIONS, LENGTHS OR QUANTITIES. E. THESE STRUCTURAL DRAWINGS SHALL NOT BE USED TO PRODUCE SHOP DRAWINGS WITHOUT PRIOR EXPRESSED WRITTEN APPROVAL FROM THE STRUCTURE ENGINEER OF RECORD, F. SHOP DRAWINGS RE -SUBMITTED FOR APPROVAL $HALL BE CLEARLY CLOUDED AND NOTED. RE -REVIEW $HALL BE LIMITED TO THOSE ITEMS WICH CAUSED THE RE -SUBMITTAL. 8. WIND ANALYSIS DESIGN PARAMETERS A. WIND DESIGN HAS BEEN DONE IN ACCORDANCE WITH A$CE 1-16, B. EXPOSURE? 'D' C. INTERNAL PRESSURE COEFFICIENT, Gcpiz t0U8. D. WIND VELOCITY, V-- 110 MPH E. STRUCTURAL CATEGORY 11 I No. Revision/Issues I Date o uo r+ o U U O UVO•JUU O�iUU uno�uo 0 o � u O U O U U• U U U O D U 0 0 U U r U U U J U n n n n O U V UUU•jU0 IU uo�.00 U UU•�VU 0 UUU'lU �u UU V U U U UUC JVV U O U U U U U V V U U V O U Uj w �+ W Z 00 E a a m 'n a V w 0 2 yw L.L. 0_/ w W F- z bi E m z v 'o a Sheet Title: FOUNDATION FLAN, STRUCTURAL NOTES 4 TYFICAL. DETAIL Protect No: AR231 Drawn: E.M.F. Checked: L.A.H. Issue Date: 08-31-2021 Sheet No: 1 - -' �� 3 o� �� 0 a 0 uo u c� uo a �3 0 U PLUMBING SPECIFICATIONS U= 1.00 - GENERAL PROVISIONS TADEOS ENGINEERING LLC. 1.1 PROVIDE ALL LABOR MATERIAL AND EQUIPMENT FOR A COMPLETE AND PROPERLY OPERATING PLUMBING SYSTEM. C.A.#:31229 1.2 CODES AND STANDARDS: ALL PLUMBING WORK SHALL BE IN STRICT COMPLIANCE WITH THE STANDARD PLUMBING CODE 2020 7TH EDITION AND ALL LOCAL CODES HAVING JURISDICTION, 14030 NW e2nd Ave, 13 ALL PLUMBING WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER. Miami Lakes, FL 3301e 1.4 CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS AND FEES ETC. REQUIRED FOR THE EXECUTION OF THIS WORK, Phone: (305)903-sere 15 CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL OTHER TRADES BEFORE FABRICATION OR INSTALLATION. OFFSETS AND/OR TRANSITIONS REQUIRED SHALL BE PROVIDED WITHOUT ADDITIONAL COST, CONTRACTOR SHALL COORDINATE AND email: luisOledeosengineeft.com INSTALL HIS WORK IN A TIMELY MANNER TO PREVENT DELAYS IN THE CONSTRUCTION. 1,6 CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR OR REPLACE DAMAGED EQUIPMENT AND/OR MATERIAL. ctu t 1.7 PROVIDE ALL MATERIALS REQUIRED TO PROPERLY SUPPORT ALL PIPING AND EQUIPMENT, PIPE HANGERS SHALL BE ADJUSTABLE TYPE AND BE SPACED IN ACCORDANCE WITH THE STANDARD PLUMBING CODE, PROVIDED PLASTIC COATED RING ON HANGERS FOR COPPER IUSFNEISOLATION, 1.8PROVIDDELECTRICNIONOR FLANGES BETWEENCCOPER AND STEEL PIPING AND BETWEEN BRASSWARE AND STEEL. DO NOT USE STEEL AND COPPER PIPING IN THE SAME SYSTEM WITHOUT SUCH ISOLATION, 1.9 PROVIDE REDUCING FITTINGS (REDUCING BUSHINGS SHALL NOT BE USED) WHERE CHANGES IN PIPE SIZES OCCUR. .��� • L1 EN • ? 1.10 THIS CONTRACTOR SHALL SUPPLY AND INSTALL ALL SERVICES THROUGHOUT THE BUILDING AND MAKE CONNECTION TO SITE UTILITIES APPROXIMATELY 5'-0" OUTSIDE THE BUILDING, CONTRACTOR SHALL SUPPLY AND INSTALL FIXTURES, FITTINGS, VALVING AND TRIM AND MAKE READY FOR USE ALL FIXTURES, EQUIPMENT, ETC, 1.11 SEE ARCHITECTURAL DRAWINGS FOR FIXTURE LOCATIONS AND MOUNTING HEIGHTS. 2.00 -BASIC MATERIALS AND METHODS �•; S •�' r Q •� •o� V 2.1 ABOVEGROUND WATER PIPE AND FITTINGS - TYPE "L" COPPER OR CPVC. ^�(c ••.© ) P, ' Q 2.2 PROVIDE UNIONS OR FLANGES IN ALL DOMESTIC WATER SERVICE LINES AT EACH PIECE OF EQUIPMENT, SPECIALTY VALVES OR AT OTHER LOCATIONS REQUIRED FOR READY DISCONNECT. 2.3 WATER HAMMER ARRESTORS SHALL BE INSTALLED AT THE LOCATIONS ON THE PLANS AND IN ACCORDANCE WITH POI STANDARD WH-201. PRODUCTS SHALL BE EQUAL TO THOSE MANUFACTURED BY PRECISION PLUMBING PRODUCTS OR SIOUX �O�r5!ooGk a' CHIEF. .--PE#7O9as'' 2.4 VALVES: PROVIDE VALVES TO ISOLATE EACH RISER BRANCH LINE AND PIECE OF EQUIPMENT. 2.5 PROVIDE PRESSURE REDUCING VALVE AND AIR GAP bNNECTION AT DISHWASHER AS REQUIRED BY CODE AND ACCORDING TO MANUFACTURER. No. Revision/Issues Date 2.6 PROVIDE INLINE WATER FILTER AT COFFEE MAKER AND ICE MAKER TO REMOVE MATERIALS, TASTE AND ODOR - "EVERPURE OR "SYSTEMS IV". 2.7 ABOVEGROUND SANITARY, WASTE, SANITARY VENT AND STORM PIPING - PVC (DWV) SOLID WALL AND FOAM CORE CELLULAR SHALL BE PERMITTED TO BE USED. PVC (DWVI SHALL NOT BE USED IN RETURN AIR PLENUMS, ---- 21 BELOWGROUND SANITARY, WASTE AND VENT - PVC (DWV) SOLID WALL SHALL BE PERMITTED TO BE USED, PVC SHALL NOT BE USED FOR DRAINAGE IN HIGH TEMPERATURE DISCHARGE AREAS SUCH AS KITCHENS AND BOILER ROOMS, 2,9 INSTALL GRAVITY LINES SLOPED AT 1/8" PER FOOT FOR PIPE 3" AND LARGER AND 1/4" PER FOOT FOR PIPE SMALLER THAT 3". VERIFY INVERT ELEVATION WITH SITE PIPING PRIOR TO ANY PIPE BEING INSTALLED. 3,00 -PLUMBING FIXTURES AND TRIM •m 3.1 ALL PLUMBING FIXTURES SHALL BE "FIRST QUALITY" AS DEFINED AND SET FORTH IN COMMERCIAL STANDARD CS77-28 AS PROMULGATED BY THE U.S. DEPARTMENT OF COMMERCE. 3.2 ALL FIXTURES ARE TO BE WHITE VITREOUS CHINA UNLESS OTHERWISE SPECIFICALLY NOTED, 3.3 FIXTURES AND FITTINGS PROPOSED SHALL BE FROM ONE MANUFACTURER AND OF SIMILAR CHARACTER IN ANY ROOM OR LOCATION. ESCUTCHEONS, HANDLES, ETC., ON THE DIFFERENT FIXTURES SHALL BE OF THE SAME DESIGN. "' ' 3.4 PROVIDE FIXTURE CARRIERS AS RECOMMENDED BY FIXTURE MANUFACTURER AND/OR CONSTRUCTION METHOD, 3.5 PROVIDE ACCESS PANELS TO ALL VALVES WITHIN CHASES OR ABOVE NON -ACCESSIBLE CEILINGS, REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES. �- 3,6 FLOOR DRAIN TRAP SEALS SHALL HAVE AN APPROVED AUTOMATIC PRIMING DEVICE DESIGNED FOR THAT PURPOSE. 3.7 ALL CONCEALED TRAPS, PRIMERS, VALVES, CLEANOUTS, ETC. LOCATED IN TILED AREAS SHALL BE PROVIDED WITH AN ACCESS PANEL. 4.00 -INSULATION 4.1 ABOVE GROUND HOT WATER - FIBERGLASS, i" THICKNESS, ASJ JACKET, DOUBLE SEALING LAP JOINT, 0,24 K AT 75'F. INSULATION AND ADHESIVES INSTALLED IN RETURN AIR PLENUMS SHALL HAVE A MAXIMUM FLAME SPREAD RATING OF 25 AND ° .. A MAXIMUM SMOKE DEVELOPED RATING OF 50. 4.2 ABOVEGROUND CONDENSATE PIPING SHALL BE 1/2" FLEXIBLE UNICELLULARPOLYOLE FIN FOAM AND SHALL HAVE A MAXIMUM FLAME SPREAD RATING OF 25 AND A MAXIMUM SMOKE DEVELOPED RATING OF 50 - IMCOA "IMCOLOCK" se°°• 5.00 -VALVES AND COCKS 5.1 VALVES 2" AND SMALLER SHALL BE BALL VALVES, 150 PSI SWP, 400 PSI WOG. STANDARD PORT BALL, BRONZE TRIM, CAST BRONZE BODY, CHROMIUM -PLATED BRASS BALL, BRONZE NON -BLOWOUT STEM, TEFLON SEAT DOUBLE O-RING STEM SEALS, ZINC -COATED STEEL HANDLE WITH PLASTIC COATED HAND GRIP, 90 DEGREE OPERATION FROM FULL OPEN TO TIGHT SHUT-OFF - STOCKHAM S214-BR-T-T, STOCKHAM S216-BR-T-S OR EQUAL. 5.2 CHECK VALVES, ROUGH BRASS, REGRINDING BRONZE DISC - STOCKHAM B-345; B-309 OR EQUAL. 6.00 - STERILIZATION 6.1 DOMESTIC WATER PIPING SHALL BE THOROUGHLY FLUSHED OUT AND STERILIZED IN ACCORDANCE WITH THE STANDARD PLUMBING CODE. W PLUMBING GENERAL NOTES \ U) 1, READ THE SPECIFICATIONS. Q Uj 2. UTILITIES AND SERVICES INDICATED ARE TAKEN FROM VARIOUS OLD AND NEW SURVEYS, AS -BUILT RECORDS AND FIELD INVESTIGATIONS, UNFORSEEN CONDITIONS PROBABLY EXIST AND NEW WORK MAY NOT BE FIELD LOCATED EXACTLY AS SHOWN ON w DRAWINGS. COOPERATION WITH OTHER TRADES IN ROUTING AND BURIAL DEPTHS, AS DETERMINED DURING CONSTRUCTION WILL BE NECESSARY. }, O 3. FIELD VERIFY EXISTING INSTALLATIONS. MODIFY EXISTING PLUMBING SYSTEMS, WHICH ARE TO REMAIN ACTIVE, TO FACILITATE RECONNECTION AND EXTENSION OF THE NEW WORK. 4. NOTIFY OWNER AT LEAST 24 HOURS PRIOR TO INTERRUPTING EXISTING SERVICE, SCHEDULE DISCONNECTION AND TIE-INS TO MINIMIZE DISRUPTION OF SERVICES. SERVICES ARE NOT TO BE LEFT DISRUPTED DURING NON -NORMAL CONTRACTOR WORKING HOURS, 5. PIPE ROUTING SHOWN IS SCHEMATIC AND IS NOT INTENDED TO INDICATE EXACT ROUTING AND ANY ADDITIONAL OFFSETS AND FITTINGS REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN CLEARANCES, VERIFY STRUCTURAL, MECHANICAL AND w U) ELECTRICAL INSTALLATIONS AND OTHER POTENTIAL OBSTRUCTIONS AND ROUTE PIPING TO AVOID INTERFERENCES. z 6. PROVIDE ALL OFFSETS AND FITTINGS AND MAKE CONNECTION TO SITE UTILITIES, 7. CONCEAL PIPING ABOVE CEILINGS, WITHIN WALLS OR CHASES EXCEPT IN MECHANICAL ROOMS OR AS SPECIFICALLY NOTED, PROVIDE ACCESS PANELS FOR ALL VALVES CONCEALED IN WALLS OR ABOVE NON-ACCESSABLE CEILINGS, 8. SLEEVE AND FIRE STOP PENETRATIONS OF RATED WALLS, FLOORS, CEILINGS AND ROOFS. FLASH AND COUNTERFLASH ROOF PENETRATIONS. � - 9. WHEN BEAM SLEEVE PENETRATIONS ARE NECESSARY, COORDINATE PENETRATIONS WITH ALL TRADES, THE ARCHITECT AND THE STRUCTURAL ENGINEER. 10, SEE ARCHITECTURAL DRAWINGS FOR FIXTURE LOCATIONS AND MOUNTING HEIGHTS, 11. PROVIDE, WHEN REQUIRED BY CODE, AN AIR GAP SERVING INDIVIDUAL FIXTURES, DEVICES, APPLIANCES AND APPARATUS. O 12. ALL EXPOSED PIPE AND FITTINGS IN FINISHED AREAS SHALL BE CHROME PLATED. 13, PROVIDE ALL OFFSETS AND FITTINGS AND MAKE CONNECTION TO SITE UTILITIES, 14, COORDINATE PIPING WITH ALL ELECTRICAL EQUIPMENT (PANELS, TRANSFORMERS, ETC,) PRIOR TO ANY INSTALLATION, DO NOT ROUTE ANY PIPING OVER ANY ELECTRICAL PANELS UNDER ANY CIRCUMSTANCES, ANY PIPING RUN OVER PANELS SHALL BE REROUTED AT NO ADDITIONAL COST, PLUMBING SPECIFIC NOTES 1. PROVIDE ANTI -SCALD VALVE TO SHOWER, BATHTUB, PER FBI 2020 7TH EDITION PLUMBING 424.3. MIAMI DADE PLUMBING FIXTURE MAXIMUM FLOW RATE a 2, BATHROOM WALL AND FLOOR SHALL HAVE A SMOOTH, HARD, NON -ADSORBENT SURFACE PER SECTION 1210.1 OF F.B.C. 2020 7TH EDITION 3, ALL STEEL STUDS SUPPORTING ALL WALL HUNG PLUMBING FIXTURES SHALL BE DOUBLE OR NO LESS THAN 20 GAUGE PER SECTION 2517.5.1.1 OF F,B,C. 2020 7TH LAVATORY PRIVATE; 1.5 GPM AT 60 PSI EDITION SINK WFAUCET: 1.5 GPM AT 60 PSI 4, PROVIDE WATER HAMMER ARRESTORS IN ALL QUICK CLOSING VALVES, WATER CLOSET 6.0 GALLONS PER FLUSHING CYCLE - DISHWASHER (RESIDENTIAL): ,0 GALLONS PER CYCLE OR LESS (ENERGY 5. PROVIDE FIXTURE COMPLIANCE WITH REFERENCE STANDARDS PER FBC PLUMBING SECTION 406 TO 421 STAR/WATER SENSE CERTIFIED) WASHING MACHINE: 8.0 GALLONS PER CYCLE OR LESS (ENERGY 6. ALL PLUMBING FIXTURES SHALL COMPLY WITH MIAMI DADE COUNTY ORDINANCE #08-14 FOR PLUMBING FIXTURES MAXIMUM FLOW RATE AND CONSUMPTION, STAR/WATER SENSE CERTIFIED) 7, DOMESTIC WATER SHALL USE COPPER PIPE TYPE L. SANITARY AND WASTE SHALL USE DWV PVC. NOTES: A HAND-HELD SHOWER SPRAY IS A SHOWER HEAD. CONSUMPTION TOLERANCES SHALL BE DETERMINED FROM REFERENCED z STANDARDS, WATER FACTOR IN GALLONS PER CYCLE PER CUBIC FOOT J FBC PLUMBING 6075; FOR SI; i GALLON = 3.785 L, 1 GALLON PER MINUTE = 3.785 L/M i HOT WATER PIPING IN AUTOMATIC TEMPERATURE MAINTENANCE SYSTEMS SHALL BE INSULATED WITH 1" (25mm) OF POUND PER SQUARE INCH = 6.895 KPA. W INSULATION HAVING A CONDUCTIVITY NOT EXCEEDING 0.27 Btu per Inch/hXft''F(153wper25mm/m'xK) THE FIRST 8 FEET 0 (2438mm) OF HOT WATER PIPING FROM A HOT WATER SOURCE THAT DOES NOT HAVE HEAT TRAPS SHALL BE O INSULATED WITH 0.5"(12,7mm) OF MATERIAL HAVING A CONDUCTIVITY NOT EXCEEDING 0.27 Btu per CC inch/hXft''F(1.53wper25mm/m'xK) G W SLOPE OF HORIZONTAL DRAINAGE PIPE: NN LJ.. PIPE SIZES OF ZY2" OR LESS SHALL BE RUN AT A SLOPE OF 1/4" PER FOOT PIPE SIZES OF 3" TO 6" SHALL BE RUN AT A SLOPE OF 1/8" PER FOOT O PIPE SIZES OF 8 OR LARGER SHALL BE RUN AT A SLOPE OF 1/16" PER FOOT NOTE: SHOWER/BATHTUB COMPARTMENTS SHALL HAVE FLOORS AND WALLS CONSTRUCTED OF SMOOTH, CORROSION RESISTANT AND NON -ABSORBENT w PLUMBING LEGEND WATER-RESISTANT MATERIALS (GREEN BOARD NOT ACCEPTABLE) TO W HEIGHT OF NOT LESS THAN 72INCHES ABOVE THE COMPARTMENT FLOOR AT THE DRAIN BY SECTION R-307,2 FBC 2020 CD ABOVE GROUND CONDENSATE DRAIN (0) - ROOF DRAIN - EXISTING HOT WATER LINE SH - SHOWER UPPER SECTION OF DRAIN Z BELOW GROUND CONDENSATE DRAIN v FLOOR SINK -V- - - - EXISTING VENT LINE BT - BATHTUB ADJUSTS TO HEIGHT OF TILE - CD FS LOCKING RING OF DRAIN DOMESTIC COLD WATER �__e - CONNECT TO EXISTING ��- -SHEET NOTE CALLOUT LAV - LAVATORY WOOD BACKING CER, TILE ON THIN SET BOLTS TO HOLD DOWN LINER - DOMESTIC HOT WATER Q- -DEMOLISH TO POINT INDICATED -SHEET NOTE CALL OUT WE - WATER CLOSET CEMENT BOARD (DUROCK OR SHOWER PAN LINER ^^A 10-- MORTAR MIX BED - DOMESTIC HOT WATER RE -CIRCULATING - GATE VALVE KS - KITCHEN SINK APPROVED L STUAL)D �$ atie� a o-- -SHEET NOTE CALL OUT 3-5/8" METAL STUD t� riV11 4 ShestTitle: S ABOVE GROUND SANITARY - - BALL VALVE IWH - INSTANTANEOUS WATER HEATER PARTITION _ �wf Date -DE---- - EXISTING LINE TO BE DEMOLISHED MORTAR MIX BED YL 0d S BELOW GROUND SANITARY _ -CHECK VALVEISWING) WMB -WASH MACHINE BOX SLOPE•t/P'd2" SLOPE- /4'u° �, A �TOu - SANITARY VENT - REDUCED PRESSURE BACKFLOW PREVENTOR CO -CONDENSATE DRAIN EWH - ELECTRIC WATER HEATER TANK TYPE nu °LL' •• "'r* it CCQed �PLUMBING w::.;>'t;>;.<;,: ; ^,`` ;s," .•k,,:t; ;. SCHEDULES, - ABOVE GROUND STORM CO CLEANOUT AAV - AIR ADMITTANCE VALVE ST - RELIEF OR SAFETY VALVE ST- - - BELOW GROUND STORM DIRECTION OF FLOW CW DOMESTIC COLD WATER DETAILS - STO - OVERFLOW STORM DRAIN ON DOWN NOTE: SOME SYMBOLS SHOWN ON THIS - STD - BELOW GROUND OVERFLOW STORM C - ELBOW, TURNED DOWN EX - EXISTING LEGEND MAY NOT PERTAIN TO THIS PROJECT. 0 -ELBOW, TURNED UP 2" DRAIN PIPE [ - EXISTING LINE TO BE CAPPED HW DOMESTIC HOT WATER ProectNo: L - HOSE BIB OR WALL HYDRANT - PRESSURE REDUCING VALVE APBP -REDUCED PRESSURE BACK FLOW PREVENTER AR231 CO 11 - CLEAN OUT PLUG wr -SHUT-OFF VALVE TO VERTICAL SHOWER DETAIL SAN - SANITARY N.T.S. Drawn: ED -FLOOR CLEAN OUT S - EXISTING UNDERGROUND SANITARY LINE VTR - VENT THRU ROOF M.S.S ES ®C - FLOOR DRAIN 5 -ABOVE GROUND SANITARY BD BEVERAGE DISPENSER Checked: L.O.H. - EXISTING COLD WATER LINE IM - ICE MAKER IssueDate:Date: 08-17-2021 Sheet No: 01 PLUMBING NOTES, SCHEDULES AND DETAILS P-1.0 :au•e e es••e• ° • b • •uee• 01 PLUMBING SCOPE OF WORK: -NEW SINK ON NEW KITCHEN ISLAND -NEW DISHWASHER ON NEW KITCHEN ISLAND -NEW FRIDGE -NEW WASHER MACHINE -NEW TOILET AT NEW MASTER BATH -NEW LAVATORY AT NEW MASTER BATH NOTE: -THE SHOWER COMPARTMENT ACCESS AND EGRESS OPENING SHALL HAVE A MINIMUM CLEAR AND UNOBSTRUCTED FINISHED WIDTH OF 22 INCHES (559 MM1, SHOWER COMPARTMENTS REQUIRED TO BE DESIGNED IN CONFORMANCE TO ACCESSIBILITY PROVISIONS SHALL COMPLY WITH SECTION 404,1, F.B.C.P. -A WATER CLOSET, URINAL, LAVATORY OR BIDET SHALL NOT BE SET CLOSER THAN 15" FROM ITS CENTER TO ANY SIDE WALL, PARTITION, VANITY OR OTHER OBSTRUCTION, OR CLOSER THAN 30" CENTER TO CENTER BETWEEN ADJACENT FIXTURES. THERE SHALL BE AT LEAST A 21" CLEARANCE IN FRONT OF THE WATER CLOSET, URINAL, LAVATORY OR BIDET TO ANY WALL, FIXTURE OR DOOR, WATER CLOSET COMPARTMENTS SHALL NOT BE LESS THAN 30" WIDE AND 60" DEEP. SEE ARCHITECTURAL DRAWINGS FOR DfMENSIONS. -PROVIDE ANTI -SCALD VALVE TO SHOWER, BATHTUB, PER FBC 2020 7TH ED, PLUMBING 423.3, -BATHROOM WALL AND FLOOR SHALL HAVE A SMOOTH, HARD, NON -ABSORBENT SURFACE PER SECTION 1210.1 OF F.B.C. 2020 7TH ED. -ALL STEEL STUDS SUPPORTING ALL WALL HUNG PLUMBING FIXTURES SHALL BE DOUBLE OR NO LESS THAN 20 GAUGE PER SECTION 251751 OF F.B,C, 2020 7TH ED. -PROVIDE WATER HAMMER ARRESTORS IN ALL QUICK CLOSING VALVES, -ALL PLUMBING FIXTURES SHALL COMPLY WITH MIAMI DADE COUNTY ORDINANCE #08-14 FOR PLUMBING FIXTURES MAXIMUM FLOW RATE AND CONSUMPTION, -VISIT AND CAREFULLY EXAMINE THOSE PORTIONS OF THIS BUILDING AND SITE AFFECTED BY THIS WORK BEFORE SUBMITTING PROPOSALS, SO AS TO BECOME FAMILIAR WITH THE EXISTING CONDITIONS AND DIFFICULTIES THAT WILL AFFECT EXECUTION OF THE WORK. SUBMISSION OF A PROPOSAL WILL BE CONSTRUE AS EVIDENCE THAT SUCH EXAMINATION HAS BEEN MADE AND LATER CLAIMS FOR LABOR, EQUIPMENT OR MATERIALS REQUIRED BECAUSE OF DIFFICULTIES WILL NOT BE RECOGNIZED, PLANS SHOW A GENERAL DESCRIPTION OF THE ENGINEER INTENTION AS TO THE SCOPE OF WORK, CONTRACTOR SHALL VISIT THE JOB SITE TO FAMILIARIZE WITH THE PLACE AND BRING TO THE ARCHITECT/ENGINEER ANY DISCREPANCfES WITH CONSTRUCTION DOCUMENTS, CONTRACTOR SHALL PROVIDE THE ENGINEER WITH SUBMITTALS OF ALL EQUIPMENT AND MATERIALS INTENDED 70 USE TO COMPLETE THE WORK, PLUMBING WATER SUPPLY NOTES, O1 LINES RUNNING UNDERGROUND O EXISTING 03/4" CW & HW SUPPLY LINES RUNNING AT CEILING, PLUMBING CONTRACTOR TO FIELD VERIFY EXACT LOCATION O NEW PLUMBING FIXTURES RESPECTING EXISTING LOCATION O PROVIDE HAMMER STOP ARRESTOR AT FAST CLOSING VALVE �5 PLUMBING LINES FROM PREVIOUS KITCHEN SINK TO BE CAPPED O PROVIDE ANTI SCALD VALVE PLUMBING WATER SUPPLY FLOOR PLAN ipLuMB NG PLANS v� Date q 1/4" = 11-0„ IyVp TADEOS ENGINEERING LLC, C.A. #: 31229 14030 NW 82nd Ave, Miami Lakes, FL 33016 Phone: {305) 903-8816 email: luis®tadeesengineering.eom y asna ,. 'a0. p t, S.4A e 71 �Q tri �-y pp P. �frtulP#832� ¢a, No. Revision/Issues Date UUA9 .] U ti � �uUUOu � o l U U V UUUULU J OdOv U J LVi3U 0 v 0 U 0 0 0 V U U OUVUV .]U UO U V V� uU O U U U U V U U r}V;,eU VO LU Z L C 0 m .o a V w 0 2 �w I..L I.L. 0 W z ui E ro z t5 m 2 tL Sheet Title: PLUMBING WATER SUPPLY FLUOR PLAN Project No: AR231 Drawn: M.S.S Checked: L.O. H. Issue Date: 08-1 %-2021 Sheet No: P-2.0 UU UUUV o� V !JUUUV U 9UUU�U U 3UJ VU U U UU UUU UUOO 00 0 U 0 U V U7VJ0U U U O V u V V U u u VVVODU V u V U U V O u O u V VVOU U V OVVUV O O V O V O V V UUUUUU O V V U u V V u V u OA ALL WORK SHALL BE PERFORMED TO MEET THE REQUIREMENTS OF THE FOLLOWING CODES AND STANDARDS: NFPA 70, NATIONAL ELECTRICAL CODE (2017 EDITION) — FBC 2020, FLORIDA BUILDING CODE (7TH EDITION) — NFPA 72 (2019 EDITION) NATIONAL FIRE ALARM CODE, — NFPA 101, LIFE SAFETY CODE (2018 EDITION) — LOCAL AND STATE CODES AND ANY OTHER APPLICABLE CODES AND STANDARDS. Q PER NEC 210.12(A): ALL 120—VOLT, SINGLE PHASE, 15A AND 20A BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED COMBINATION TYPE ARC —FAULT CIRCUIT INTERRUPTER (AFCI) OR A LISTED BRANCH/ FEEDER AFCI INSTALLED AT THE ORIGIN OF THE CIRCUIT IN COMBINATION WITH A LISTED OUTLET —BRANCH CIRCUIT TYPE AFCI INSTALLED AT THE FIRST OUTLET BOX ON THE CIRCUIT. THIS OUTLET SHALL BE MARKED TO INDICATE THAT IT IS THE FIRST OUTLET IN THE CIRCUIT. BATHROOMS, GARAGES AND OUTDOORS ARE NOT CONSIDERED TO BE AFCI PROTECTED, B1 WHERE THE WORKS ARE PERFORMED ON EXISTING BRANCH CIRCUIT WIRING IN EXISTING DWELLING UNITS UNDER RENOVATION, REMODELING, MODIFICATION OR ALTERATION, THE CODE PROVIDE THE OPTION OF INSTALLING A LISTED COMBINATION —TYPE AFCI LOCATED AT THE ORIGIN OF THE BRANCH CIRCUIT OR BY A LISTED OUTLET BRANCH CIRCUIT TYPE AFCI LOCATED AT THE FIRST RECEPTACLE OUTLET OF THE EXISTING BRANCH CIRCUIT. QC DRAWINGS ARE DIAGRAMMATIC, DO NOT SCALE THEM FOR EXACT LOCATION OF THE EQUIPMENT, THE DRAWINGS ARE NOT INTENDED TO SHOW EVERY MINOR DETAIL, HOWEVER, THE CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS REQUIRED FOR A COMPLETE AND ACCEPTABLE WORKING INSTALLATION PER CODE. CIRCUITS ON THESE PLANS ARE SYMBOLICALLY SHOWN TO DETERMINE LOAD DATA AND EQUIPMENT SIZES. CONTRACTOR SHALL PHYSICALLY PROVIDE CIRCUITS AND ROUTING OF CONDUITS TO SUIT JOB CONDITIONS. THE CONTRACTOR SHALL ENSURE THAT NEUTRAL WIRES AND EQUIPMENT GROUND WIRES ARE INSTALLED WHERE EVER APPLICABLE, O CONTRACTOR TO COORDINATE WITH ARCHITECT/OWNER TO FIELD VERIFY INSTALLATION FOR OUTLETS, LIGHTING FIXTURES AND ELECTRICAL EQUIPMENT OTHER THAN SPECIFIED IN THIS JOB, O ALL CONDUCTORS SHALL BE COPPER, THWN INSULATION AND SHALL BE RUN IN CONDUIT UNLESS OTHER TYPES CAN BE USED AS PER NEC. WHERE THE CONDUCTOR MATERIAL IS NOT SPECIFIED, THE MATERIAL AND THE SIZES GIVEN IN THIS PROJECT SHALL BE APPLIED TO COPPER CONDUCTORS. WHERE OTHER MATERIALS ARE USED, THE SIZE SHALL BE CHANGED ACCORDINGLY. L N POWER SOURCE AT 120 VAC LINE SIDE CEILING IF DETECTOR IS CONNECTED TO A EIGHT THAT IS SWITCHED SHALT. BE CONNECTED TO THE LINE SIDE NOT THE LOAD SIDE. h1 6 © IN ALL AREAS OF A DWELLING UNIT, ALL 120V, 15A AND 20A RECEPTACLES SHALL BE LISTED TAMPER —RESISTANT TYPE, TO COMPLY WITH NEC 406.12. UH NON —LOCKING RECEPTACLES IN DAMP AND WET LOCATIONS SHALL BE LISTED WEATHER RESISTANT TYPE WITH A WEATHER PROOF ENCLOSURE AS PER NEC 406.8 (A) & (8), OI BOXES, CONDUITS AND FITTINGS INSTALLED IN WET LOCATIONS SHALL BE LISTED FOR SUCH USE AS PER NEC 314.15(A). ALL MATERIALS SHALL BE U.L. APPROVED, OJ ALL ELECTRICAL EQUIPMENT SHALL BE INSTALLED ABOVE FLOOD ELEVATION LEVEL. VERIFY NGVD IN ARCHITECTURAL PLANS. ® WHERE CORE DRILLING OF FLOOR/WALLS IS REQUIRED, CONTRACTOR SHALL SEAL OPENINGS WATERTIGHT AFTER UTILITIES HAVE BEEN INSTALLED. LOCATION OF CORED HOLES SMALL COORDINATE WITH LOCATION OF EQUIPMENT IN A MANNER TO BE CLEAN AND FUNCTIONAL. THE CONTRACTOR SHALL INSTALL ONLY ONE CONDUIT PER HOLE AND SEAL THE OPENING AROUND THE CONDUIT AS SPECIFIED. WALL/FLOOR FIRE RATING MUST BE MAINTAINED. © ALL ELECTRICAL ELEMENTS TO BE THOROUGHLY PROTECTED FROM DAMAGE AFTER INSTALLATION AND SHALL HAVE TRIM INSTALLED AFTER ADJOINING FINISH MATERIALS ARE INSTALLED, CONTRACTOR TO REMOVE ALL ABANDONED OR UNUSED WIRING, CONDUIT AND BOXES. ALL DISCONNECT SWITCHES SHALL BE SIZED BY NEC TO ACCOMMODATE EQUIPMENT SERVED, INCLUDING REQUIRED FUSES, UNLESS OTHERWISE NOTED. CONTRACTOR TO PROVIDE CLEARANCE AS REQUIRED BY THE NEC. ALL CIRCUIT BREAKERS SHALL BE INVERSE TIME TYPE (THERMAL MAGNETIC). TWO POLE CIRCUIT BREAKERS SHALL BE COMMON TRIP. NO TIE HANDLES PERMITTED. ® A MINIMUM OF 90% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHT FIXTURES SHALL BE HIGH —EFFICACY LAMPS OR AT LEAST 45 LUMENS —PER —WATT. PROVIDE FIXTURES WITH LAMPS. ALL RECESSED LIGHT FIXTURES IN CONTACT WITH INSULATION SHALL BE RATED FOR SUCH USE. UP FIELD VERIFY THE LOCATION OF PROPOSED RECEPTACLES: OUTLETS IN OPPOSITE SIDES ON FIRE RATED WALLS TO BE 24" HORIZONTALLY APART (MIN) AND FIRE PROTECTED. ® THE ELECTRICAL DESIGN IS BASED UPON THE AVAILABLE INFORMATION AT DESIGN TIME. CONTRACTOR SHALL REVIEW NAMEPLATE DATA AND MANUFACTURER SUPPLIED LITERATURE FOR ALL PIECES OF EQUIPMENT PRIOR TO ROUGH ELECTRICAL WIRING AND SHALL CONTACT ENGINEER PRIOR TO ANY FIELD ADJUSTMENT. ® PROVIDE 4 CONDUCTORS (2 HOT, NEUTRAL AND GROUND) TO ALL COOKING UNITS AND DRYERS, AS PER NEC 250.140. REFER TO PLAN FOR ADDITIONAL DETECTORS AND LOCATIONS CONNECTORS RED (INTERCONNECT) �L BLACK (LINE 120V) (USED FOR MULTIPLE) WHITE (NEUTRAL} (REQUIRED A5 NFPA) DETECTOR KITCHEN OR WIRE PLUG BEDROOM 4 LIGHT (NON G.F.I.) P___ STATUS LIGHTS —WALL SWITCH FIRST DETECTOR ADDITIONAL DETECTOR INSTALLATIONNOTE CONTRACTOR: THE SMOKE ALARM SHOULD BE INSTALLED TO COMPLY WITH ALL LOCAL CODES AND ARTICLE 760 OF THE NATIONAL ELECTRIC CODE AS WELL AS NFPA 72. MAKE CERTAIN ALL ALARMS ARE WIRED TO A SINGLE, CONTINUOUS (NON—SWrrCHED) POWER LINE, WHICH IS NOT PROTECTED BY A GROUND FAULT INTERRUPTER. A MAXIMUM OF 1000 Fr OF WIRE CAN BE USED IN THE INTERCONNECT SYSTEM. USE STANDARD UL LISTED HOUSEHOLD WIRE. WALL MOUNTED DETECTORS SHALL BE INSTALLED BETWEEN 4" AND 12" FROM THE CEILING. SMOKE DETECTOR INTERCONNECTION SCALE: N.T.S, �YM.oL_ L_EGTNL� OQ RECESSED MOUNTED LIGHT FIXTURE - RECESSED MOUNTED LIGHT FIXTURE, VAPOR PROOF } SURFACE MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE (SCONCE) CEILING MOUNTED 2'x4' LIGHT FIXTURE QQ JUNCTION BOX ® EXHAUST FAN (BY OTHERS) SINGLE LIGHTING SWITCH AT 48" AFF SINGLE LIGHTING SWITCH, 3—WAY, AT 48" AFF 4 SINGLE LIGHTING SWITCH, 4—WAY, AT 48" AFF DUPLEX RECEPTACLE 20A, 125V, AT 18" AFF DUPLEX RECEPTACLE 20A, 125V, AT 44" AFF DUPLEX RECEPTACLE 20A, 125V, AT 18" AFF, SPLIT WIRED SPECIAL PURPOSE RECEPTACLE (240V) 0 DUPLEX RECEPTACLE 20A, 125V, CEILING MOUNTED [•�] PUSH BUTTON — GARAGE DOOR OPENER sD SMOKE DETECTOR (120V) so SMOKE/CO DETECTOR COMBINATION (120V) Q TELEPHONE OUTLET AT 18" AFF TV OUTLET AT 18" AFF p� DISCONNECT SWITCH ELECTRICAL PANEL CEILING MOUNTED FAN E] GARAGE DOOR OPENER GFI GROUND FAULT CURRENT INTERRUPTER WP DENOTE "WEATHERPROOF" FIXTURE I 1+5' ,po r X EXISTING LATERAL FPL SERVICE 120/24OV, 1 PH, 3W EXTERIOR �e� GARAGE COLD WATER PIPE TWO (2) 5/8" X 10' DRIVEN GROUND RODS, COPPERCLAD, TO BE SEPARATED 6'-0" MINIMUM METER PANEL 0�® M.L.O. 150A 120/240V MAN 1 Ph, 3W 2P-150A 120/240V NEMA 3R NEMA 3R 1 Ph. 3W NEMA 1 A.I.C.=22kA 3 •0 vil BLDG. STEEL FOUNDATION RISER DIAGRAM (N.T.S.) YZIRING LEGEND: O EXISTING 3—# 1 /0 THWN (CU), 1-1/2- RMC �2 EXISTING 3—#1/0 THWN (CU) + 1--#6 (GND), 1--1/2"C 0 EXISTING 1--#6 (CU) GND, 1/2" C ® BONDING TERMINATION DEVICE PANEL "A11 TYPE: SIEMENS OR EQUAL APPROVED RATED VOLTAGE: 120/240V, 1Ph, 3W MAINS: M.L.O. MOUNTING: RECESSED BUS RATING: 150 AMPS FEED LOCATION: TOP ENCLOSURE: NEMA 1 A.I.C. RATING: 22 KAIC SYSTEM: NORMAL SUPPLY FROM: FPL SERVICE BRANCH POLES: 42 CRCUITS LOCATION: SEE FLOOR PLAN EQ WIRE Phase A Phase B WIRE En ID LOAD SERVED COND. GND. AWG TYPE TRIP CKT [kVAI [kVAI CKT TRIP TYPE AWG GND. COND. LOAD SERVED ID LTG. & RECEP. BEDROOM 41 1/2" 14 14 AF 15 1 5.4 2 60/2 6 10 3/4" AHU C LTG. & RECEP. BEDROOM #2 1/2" 14 14 AF 15 3 a (*) 5.4 4 C RECEP. BATHROOMS #1 & f#2 1/2" 12 12 4 ice 20 5 (*j (NC) 6 40/2 8 10 3/4„ CU N LTG. MASTER BEDROOM 1/2" 14 14 AF 15 7 (*) (NC) 8 N LTG. & RECEP. MASTER BATHROOM 1/21, 1 12 12 -P 20 9 [*) 23 j,=1j 10 34/2 10 10 3/4" 1 WATER HEATER 1 0 RECEP, MASTER BEDROOM 1/2" 14 14 AF 15 11 (*j 2.2 12 0 LTG. & RECEP. LIVING ROOM 1/2" 14 14 AF 15 13 (*) 2.5M 14 30/2 10 10 3/4" DRYER 0 LTG. DINING/KITCHEN 1/2" 14 14 AF 15 15 [*j 2.5 16 0 LTG. & RECEP, FAMILY ROOM 1/2" 14 14 AF 15 17 {*) 4.0 18 0 A RECEP. DINING ROOM SMALL APR) 1/2" 12 12 AF 20 19 1.5 4.0 24 $0/2 6 10 38/4 COOK TOP/OVEN 0 A IDISHWASHER 1/2" 12 12 1 AF/GF 20 21 1.2 I*) 22 20 12 12 1/2" RECEP, GARAGE A IGARBAGE DISPOSAL 1/2" 12 12 AF/GF 20 23 0,9 1.0 24 20 GF 1 12 12 1 1/2" GARAGE DOOR OPENER A A KITCHEN SMALL APPLIANCES 1/2" 12 12 AF 20 25 f*) 26 15 14 14 1/2" LTG. GARAGE A KITCHEN SMALL APPLIANCES 1/2" 12 12 AF 20 27 E0. 1.5 (*0 28 20 12 12 1/2" RECEP. OUTDOOR A REFRIGERATOR 1/2" 12 12 AF 20 29 30 - - - SPACE A KITCHEN HOOD 1/2" 12 12 AF, 20 31 0.4 32 SPACE A IWASHER MACHINE re F 1/2" 12 12 AF ,+ r--20 33 1.5 34 ISPACE SPACE - - 35 MM 36 SPACE SPACE 37 - 88 SPACE SPACE 39 1wi44 SPACE SPACE 41 - 42 SPACE 19.1 19.4 ID: (A) APPLIANCE LOAD (0) OTHER LOAD (C) A/C (COLD OR HEAT) (N) NON CONCURRENT LOAD (*) INCLUDED IN AREA CALCULATION (3 VA/SQ FT) AF - ARC FAULT CIRCUIT INTERRUPTER GF - GROUND FAULT CIRCUIT INTERRUPTER DEMAND LOAD CALCULATION: CONNECTED LOAD; = 38.5 KVA LTG, & RECEP, (3VA/SQ,FT) ...... 2,648 FT2 = 7.9 KVA TOTAL CONNECTED LOAD; = 46.4 KVA TOTAL NON -DIVERSIFIED LOAD; = 46.4 KVA TOTAL CONNECTED LOAD LESS A/C: = 35.6 KVA FIRST 10 KVA @ ...................... 100% = 10.0 KVA REMAINING @ ......................... 40% = 10.3 KVA A/C LOAD (COLD/NEAT) @ ..... 100% = 10.8 KVA TOTAL DEMAND LOAD: = 31.1 KVA DEMAND AMPERES: - 125 AMPS 14030 NW 82nd Ave, Miami Lakes, FL 33010 Phone: (305) 903-6816 email; luis(fadeaSenglneefing.Com °. ��.7S�r �v m LUISvO: t]E LA HOZ PE# 73932 No. Revision/Issues Data 000a U U C J V u U U V U V O D U O O U U O 0 0 0 vvv� vroa oovuu O U UVO00 O V OOOUO o U OV OU OV O00003 V v u 0 jo U ouv000 v v v O V U V O O O O UUOUVO O U O V V U U UUOUOV D L1J U) Uj +-+ 0 LLJ U) Z 00 0 General Notes Symbol Legend Riser Diagram Panel Schedules AR231 Drawn: M.S.S Checked: L.O.H. Issue Date: 08-17-2021 Sheet No: E-1 I\IlI,I ILLY IIVVV "i" """" Gf7 WP =111q� 1 11 . . rig an 11110, SCALE: 114" = 1'-0" TADEOS ENGINEERING LLC. C.A. #: 31229 14030 NW 62nd Ave, Miami Lakes, FL 33016 Phone: (305)803-8816 amaif: luis@tadeosengineering.com xyq��. 0.1 ® _ o yy/., � M� Luis OR LA'nQZ PE# 73832 No. Revisionllssues Date V J0U U O U UU U] V _ JUJ'jJV U'JUE7 UV']UUV J U V 'j i1 J 4 --"--"--`- U V 0 0 0 0 J0 3 U:J J U OO'V :]U JUJ O U JUUUJU O O U9000 ��i] UU UU V U UUUU V n O �.]UUUUU U a U U U J O V O U 0 6 V V U C U O U � © � wooaoc �o o U U -j U U V O Y W U) W 00-0 W U) Z 0 Oltlllirlli 0 1/7 1pnS G QS d. 0 z W 0 2 ]�yWy' �We•�II ry W� W z ibdllsY 4i G W z U N 2 L Sheet Title: Power Floor Plan Project No: AR231 Drawn: �.S.S Checked: Issue Date: 08-17-2021 Sheet No: E-2 2i-Ve'eiii, U , TADEOS ENGINEERING LLC. C.A. #: 31229 14030 NW 52nd Ave, Miami Lakes, FL 33016 Phone: (305)901.881e email: luls@tadeosengineoring,com DEL 'L_' Ca%�✓ m �y �, sM titi V �)�.iAflZ LUI5 0 No, Revision/issues Date ouuo v � y V U9 0U11 U VJUUUU � UU .0 V[iVU t �UUr UJ J r1000UU VOVU V U �VVUOJ WU9VU `c10000 U U �VUUUV U U ooUUO V U U V U gV 0U JUVVUV �U UU U JJOVi]V '� U U 8 tl U jUUOVU U U UV V U V U U OVJUVV U Lij W W „4-, P� � \ I ' Y� U) Z 2 00 2E r. >r z U �o CL A-26 ee Me: Lighting s Floor Plan LIGHTING FLOOR PLAN_ SCALE; 114" = V-0" Project No: AR231 Drawn: M.S.S Checked: L.O.H. Issue Date: 08-17-2021 Sheet No: E-3 I-* 0 4 t I DAIRE 1� STRUCTURAL ELECTRICAL PLUMBING �AE:CHANICAL j 1 SCOPE OF WORK: -INTERIOR REMODELING OF EXISTING RESIDENCE. -CHANGE OF DIFFUSERS SAME LOCATION. THE A/C SYSTEM IS EXISTING TO REMAIN -NEW KITCHEN EXHAUST FAN ERE -CIRCULATING) REFERENCED NOTES: O EXISTING AHU-1. 4.0 TON UNIT. SEE M-0.0 FOR SPECS, NO WORK TO BE DONE. O EXISTING CU-1. 4.0 TON UNIT. SEE M-0.0 FOR SPECS. NO WORK TO BE DONE. O NEW REFRIGERANT LINES TO SPLIT SYSTEM CONDENSING UNIT 4 EXISTING 4" CONDENSATE HUB. O EXISTING RE -CIRCULATING KITCHEN HOOD O LOUVER DOOR 0 4" 0 GALVANIZED SHEET METAL EXHAUST DUCT FROM DRYER OUT TO EXTERIOR. PROVIDE WALL CAP. AND BACKDRAFT DAMPER. EXHAUST DUCT FOR DOMESTIC DRYER SHALL HAVE A SMOOTH INTERIOR FINISH AND SHALL BE CONSTRUCTED OF METAL A MIN. OF 28 GAG PROGRAMMABLE THERMOSTAT SUPPLY /RETURN AIR DIFFUSER SCHEDULE TAG NECK SIZE CFM MANUF. SERIES DESCRIPTION A B 6" X 4" 6" X 6" 0 - 50 60 - 110 NAILOR NAILOR 51C-OA S1C-OA CURVED BLADE CEILING SUPPLY REGISTER WITH VOLUME DAMPER CURVED BLADE CEILING SUPPLY REGISTER WITH VOLUME DAMPER C 10" X 10" 111 - 220 NAILOR 51C-OA CURVED BLADE CEILING SUPPLY REGISTER W4TH VOLUME DAMPER p 12" X 8" 140 - 310 NAILOR CURVED BLADE CEILING SUPPLY REGISTER WITH VOLUME DAMPER E 1 2 16" X 8" 10" X 8" 14" X 8" 14" X 10" 12" X 18" 220 - 325 120-160 168-224 224-280 j 384-432 NAILOR NAILOR NAILOR NAILOR NAILOR q514SHTRANSFER 5145H 5145H 5145H CURVED BLADE CEILING SUPPLY REGISTER WITH VOLUME DAMPER GRILLE WITHOUT VOLUME DAMPER TRANSFER GRILLE WITHOUT VOLUME DAMPER TRANSFER GRILLE WITHOUT VOLUME DAMPER TRANSFER GRILLE WITHOUT VOLUME DAMPER 3 4 NOTES: 1. ALL SUPPLY DIFFUSERS, GRILLES AND REGISTERS MUST BE PROVIDED WITH A VOLUME BALANCING DAMPER. BALANCING DAMPER SHALL BE OF THE OPPOSED BLADE WHERE APPLICABLE. 2. FINISH TO BE SELECTED BY ARCHITECT, 3. MATERIAL SHALL BE ALUMINUM, NO EXCEPTIONS 4, REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATION OF AIR DISTRIBUTION DEVICES. 5. CONTRACTOR MUST VERIFY MOUNTING SYSTEM (FRAME STYLE), WITH ARCHITECT, FOR ALL DIFFUSERS, GRILLES AND REGISTERS BEFORE ORDERING. PROPOSED MECHANICAL FLOOR PLAN SCALE 1/4"=V-0" SHEET METAL DUCT SCHEDULE CFM 4 40 6 40--110 8 111-220 10 221-325 EXISTING SPLIT SYSTEM AIR HANDLING UNIT SCHEDULE FAN DATA COOLING COIL DATA ELECTRIC HEAT DATA UNIT ELECTRIC DATA PLAN SELECTION BASED ON REFRIGERANT EXT. STATIC MOTOR DATA SENSIBLE EAT F° MINIMUM EFFICIENCY EAT F° LAT F° STEPS VOLT SINGLE POINT PHASE VOLT PHASE MCA MOCP MARK SERVING MANUFACTURER MODEL WEIGHT TYPE CFMKW FBTUH (IN H20) HP VOLT PHASE BTUH DD WB (SEER) DB W8 CONNECTION AHU-3 HOUSE CARRIER/BRYANT FE4ANF005 172 LBS R-410A 1600 0.5 208 /230 1 31,250 80.067.0 18 70 93 8.0 1 208-230 1 YES 208-230 1 48 60 NOTES: EXISTING SPLIT SYSTEM CONDENSING UNIT SCHEDULE COMPRESSOR DATA UNIT ELECTRICAL DATA SELECTION BASED ON UNIT DATA FAN MOTOR DATA PLAN MARK CAPACITY CONDENSE QUANTIY HP VOLT PHASE QUANTITY STEPS VOLT PHASE FLA LRA VOLT PHASE MCA MOC MANUFACTURER MODEL WEIGHT (MBH) a R EAT F 48 95 1 � 208--230 1 1 1 208-240 1 19 104 248-230 1 40 27,8 CU-1 CARRIER/BRYANT 24ANB748C310 249 LBST NOTES 1. OTHER MANUFACTURER COULD BE USED, BUT SAME SPECIFICATIONS. GENERAL NOTES 1-CODES AND STANDARDS: ALL MECHANICAL WORK SHALL BE IN STRICT COMPLIANCE WITH THE FLORIDA BUILDING CODE 2020 7TH EDITION AND ALL LOCAL CODES HAVING JURISDICTION. 2-DUCT CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE SMACNA HVAC DUCT CONSTRUCTION STANDARD. 3-COORDINATE DIFFUSER, GRILLE AND REGISTER LOCATIONS WITH ARCHITECTURAL REFLECTED CEILING PLANS AND EQUIPMENT OF ALL TRADES. 4-PROV0E AIR TURNING VANES IN ALL 90 DEGREE RECTANGULAR DUCT ELBOWS. 5-CONNECTION TO EQUIPMENT SHALL BE VERIFIED WITH MANUFACTURER'S CERTIFIED DRAWINGS. TRANSITIONS TO ALL EQUIPMENT SHALL BE VERIFIED AND PROVIDED FOR EQUIPMENT FURNISHED, 6-DUCT SIZES AND ALL OPENINGS THROUGH BUILDING CONSTRUCTION SHALL SUIT EQUIPMENT FURNISHED. 7-LOCATE THERMOSTATS, TEMPERATURE SENSORS, HUMIDISTATS, AND HUMIDITY SENSORS AT 48" ABOVE FINISHED FLOOR UNLESS NOTED OTHERWISE. COORDINATE LOCATIONS WITH OTHER EQUIPMENT, FURNITURE, AND DOOR SWINGS. 8-LOCATE THERMOSTATS, TEMPERATURE SENSORS, HUMIDISTATS, AND HUMIDITY SENSORS AT 48" ABOVE FINISHED FLOOR UNLESS NOTED OTHERWISE, COORDINATE LOCATIONS WITH OTHER EQUIPMENT, FURNITURE, AND DOOR SWINGS. ALL DUCT SIZES SHOWN ARE INSIDE CLEAR DIMENSIONS. 9-REFER TO TYPICAL DETAILS FOR PIPING AND INSTALLATION OF EQUIPMENT. 10-TRAPPED CONDENSATE DRAINS FROM ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED FOR PROPER DRAINAGE TO SUIT EQUIPMENT FURNISHED. 11-ALL EQUIPMENT, DUCTWORK, ETC., SHALL BE SUPPORTED AS DETAILED AND/OR SPECIFIED. PROVIDE ADDITIONAL SUPPORTS AS REQUIRED TO PROVIDE A VIBRATION -FREE, RIGID INSTALLATION. 12-ALL DUCTWORK AND PIPING IS SHOWN SCHEMATICALLY. PROVIDE ALL TRANSITIONS, TURNING VANES, ELBOWS, FITTINGS, ETC„ TO ALLOW SMOOTH FLOWS. ALL SPLIT DUCT FITTINGS SHALL TRANSITION TO FULL SIZE OF THE SUM OF BOTH BRANCHES, UPSTREAM OF SPLIT, 1?-PROVIDE CONCRETE HOUSEKEEPING PAD UNDER ALL FLOOR -MOUNTED EQUIPMENT. REFER TO SPECIFICATIONS FOR DETAILED REQUIREMENTS. 14-VERIFY FINISH WITH ARCHITECT PRIOR TO PURCHASING GRILLES, REGISTERS, DIFFUSERS, LOUVERS AND OTHER AIR DISTRIBUTION DEVICES. 1I-PROVIDE TRANSITIONS AT DIFFUSER NECKS AS REQUIRED TO MATCH SIZES OF FLEX DUCTS TO BE CONNECTED. 1-DUCT RUNOUTS TO DIFFUSERS SHALL MATCH THE SIZE OF THE DIF HVAC ABBREVIATIONS S'iMBOL DESCRIPTION SYMBOL DESCRIPTION AF -ABOVE FINISHED FLOOR MD -MOTORIZED DAMPER AR -ABOVE FINISHED ROOF VD -VOLUME DAMPER AU -AIR HANDLING UNIT MCA -MINIMUM CIRCUIT AMPS Al -ACCESS PANEL MQCP -MAXIMUM OVER CURRENT PROTECTION BP -BRAKE HORSEPOWER NTS -NOT TO SCALE 1311-BRITISH THERMAL UNIT CA -OUTSIDE AIR CR -CFM (CUBIC FEET PER MINUTE) OAL -OUTSIDE AIR LOUVER Cl -CEILING DIFFUSER PSI -POUNDS PER SQUARE INCH 0 -CONSTANT AIR VOLUME PSIG -PSI GAUGE Cif -CUBIC FEET PER MINUTE PTAC -PACKAGED TERMINAL AIR CONDITIONER C -CONDENSING UNIT PVC -POLYVINYL CHLORIDE PIPE D -DOWN RA -RETURN AIR RHC -REHEAT COIL ET -ENTERING AIR TEMPERATURE EG -EXTERNAL STATIC PRESSURE RPM -REVOLUTIONS PER MINUTE RS/L -REFRIGERANT SUCTION & LIQUID LINES FA -FULL LOAD AMPS PM -FEET PER MINUTE SA -SUPPLY AIR C11 -GALLONS PER MINUTE SP -STATIC PRESSURE K'w -KILOWATT TSP -TOTAL STATIC PRESSURE LA -LEAVING AIR TEMPERATURE UNO -UNLESS NOTED OTHERWISE LD -LINEAR DIFFUSER V/PH -VOLTS/PHASE MBV -THOUSAND BTUS PER HOUR HV1 MANDATORY NOTES: PRODE A FLOAT SWITCH THAT WILL SHUT -DOWN THE AHU IN EVENT OR CONDENSATE DRAIN STPAGE PR(DE MINIMUM R-6 FIBERGLASS DUCT BOARD INSULATION PRDE A PROGRAMMABLE THERMOSTAT COMY WITH ENERGY VALUES FOR INSULATION OF WALL, ATTIC AND WINDOWS GLASS PRORTY TOIL ROOM EXHAUST DUCT SHALL BE OF SHEET METAL AND SHALL BE PROVIDED WITH COR31ON RESISTANT BIRD SCREEN AT OUTLETS DOhTIC CLOTHES DRYER DUCT SHALL BE CONSTRUCTED OF METAL WITH A MINIMUM 0,016 IN ATIAND SHALL BE 4" 0 IN NOMINAL DIAMETER PRDE AN UNRESTRICTED 1" UNDERCUTTING OF DOORS TO ACHIEVE PROPER RETURN AIR BAICE. HVAC DESIGN REQUIRES: YES NO DUCT SMOKE DETECTOR FIRE DAMPER(S) SMOKE DAMPER(S) FIRE RATED ENCLOSURE FIRE RATED ROOF ASSEMBLY ✓` FIRE STOPPING V SMOKE CONTROL PROGRAMABLE TERMOSTAT N( VIAND CAREFULLY EXAMINE THOSE PORTIONS OF THIS BUILDING AND SITE AFFECTED BY THORK BEFORE SUBMITTING PROPOSALS, SO AS TO BECOME FAMILIAR WITH THE E'AS CONDITIONS AND DIFFICULTIES THAT WILL AFFECT EXECUTION OF THE WORK, SLSION OF A PROPOSAL WILL BE CONSTRUE AS EVIDENCE THAT SUCH EXAMINATION HAEN MADE AND LATER CLAIMS FOR LABOR, EQUIPMENT OR MATERIALS REQUIRED BETE OF DIFFICULTIES WILL NOT BE RECOGNIZED, PLANS SHOW A GENERAL DESCRIPTION OF ENGINEER INTENTION AS TO THE SCOPE OF WORK, CONTRACTOR SHALL VISIT THE JO'E TO FAMILIARIZE WITH THE PLACE AND BRING TO THE ARCHITECT/ENGINEER ANY 019ANCIES WITH CONSTRUCTION DOCUMENTS. CONTRACTOR SHALL PROVIDE THE ENR WITH SUBMITTALS OF ALL EQUIPMENT AND MATERIALS INTENDED TO USE TO COTE THE WORK. G.A. #: 31229 14030 NW 82ndAve, Miami Lakes, FL 33016 Phone: (305) 903-8316 email: luis@facieosengitlee(ng.com ��Digitally signed by _ u ` 1 S 01 Luis O de is Hoz "Z Olivera ie #3N: c=US, o=Tadeos .,i ngineering LLC, 3 ou A01410DO0000 1i1B3aS1A5100006 7,41, cn=Lu s O de la d Hoz Olivera �L�1f e ra 14:0415204'005 i LUIS O. DE LA HOZ PF#673232 No. Revision/Issues Date z U 2 0 U V V V U V t J V ao � �u�•y � »aao 3 J v J J 0 �oev.a a*�o•� o;oo U �� 9 ouaua�J J`J j;J Jam,] fJ0 J il:7 :3U Os1 9y 7]U3 a Q3 ; o �y3osa j"v 3 .J J JC3 JU J - J 3 U) w noo 6� T_ -r— U) O Ir— MECHANICAL FLOOR FLAN SCHEDULES, NOTES AND DETAILS Project No: AR231 Drawn: M.S.S Checked: L.O.H. issue Date: 08-17-2021 Sheet No: `. . 01 MECHANICAL FLOOR PLAN, NOTES, SCHEDULES AND DETAILS